| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A general analytical model for steel beam-to-CFT column connections in OpenSEES
|
Kang, Liping
|
|
2014
|
100 |
C |
p. 82-96
15 p.
|
artikel
|
| 2 |
Ambient and fire behavior of eccentrically loaded elliptical slender concrete-filled tubular columns
|
Espinos, A.
|
|
2014
|
100 |
C |
p. 97-107
11 p.
|
artikel
|
| 3 |
Behavior of steel–concrete–steel sandwich slabs subject to impact load
|
Sohel, K.M.A.
|
|
2014
|
100 |
C |
p. 163-175
13 p.
|
artikel
|
| 4 |
Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members
|
Han, Lin-Hai
|
|
2014
|
100 |
C |
p. 211-228
18 p.
|
artikel
|
| 5 |
Distributed plasticity approach for time-history analysis of steel frames including nonlinear connections
|
Nguyen, Phu-Cuong
|
|
2014
|
100 |
C |
p. 36-49
14 p.
|
artikel
|
| 6 |
Editorial Board
|
|
|
2014
|
100 |
C |
p. IFC-
1 p.
|
artikel
|
| 7 |
Effect of longitudinal reinforcement and prestressing on stiffness of composite beams under hogging moments
|
Sun, Qili
|
|
2014
|
100 |
C |
p. 1-11
11 p.
|
artikel
|
| 8 |
Elastic buckling of longitudinally stiffened patch loaded plate girders using factorial design
|
Graciano, C.
|
|
2014
|
100 |
C |
p. 229-236
8 p.
|
artikel
|
| 9 |
Experimental and analytical study on stiffened steel segment of hybrid structure
|
Xin, Haohui
|
|
2014
|
100 |
C |
p. 237-258
22 p.
|
artikel
|
| 10 |
Experimental study on column buckling of 420MPa high strength steel welded circular tubes
|
Shi, Gang
|
|
2014
|
100 |
C |
p. 71-81
11 p.
|
artikel
|
| 11 |
Extension of EC3-1-1 interaction formulae for the stability verification of tapered beam-columns
|
Marques, Liliana
|
|
2014
|
100 |
C |
p. 122-135
14 p.
|
artikel
|
| 12 |
Fatigue and residual strength of concrete-filled tubular X-joints with full capacity welds
|
Qian, Xudong
|
|
2014
|
100 |
C |
p. 21-35
15 p.
|
artikel
|
| 13 |
Influence of a cutout on circular steel hollow sections under cyclic loading
|
Ghanbari Ghazijahani, Tohid
|
|
2014
|
100 |
C |
p. 12-20
9 p.
|
artikel
|
| 14 |
In-plane behaviour of beam-to-column connections of corrugated web I-sections
|
Aydın, R.
|
|
2014
|
100 |
C |
p. 183-196
14 p.
|
artikel
|
| 15 |
Local buckling of 460MPa high strength steel welded section stub columns under axial compression
|
Shi, Gang
|
|
2014
|
100 |
C |
p. 60-70
11 p.
|
artikel
|
| 16 |
Non-linear models for steel–concrete epoxy-bonded beams
|
Jurkiewiez, B.
|
|
2014
|
100 |
C |
p. 108-121
14 p.
|
artikel
|
| 17 |
Numerical studies on large deflection behaviors of restrained castellated steel beams in a fire
|
Wang, Peijun
|
|
2014
|
100 |
C |
p. 136-145
10 p.
|
artikel
|
| 18 |
Seismic performance evaluation of single-layer reticulated dome and its fragility analysis
|
Nie, Gui-bo
|
|
2014
|
100 |
C |
p. 176-182
7 p.
|
artikel
|
| 19 |
Steel-plate composite walls: Experimental database and design for out-of-plane shear
|
Sener, Kadir C.
|
|
2014
|
100 |
C |
p. 197-210
14 p.
|
artikel
|
| 20 |
Tensile resistance of J-hook connectors used in Steel-Concrete-Steel sandwich structure
|
Yan, Jia-Bao
|
|
2014
|
100 |
C |
p. 146-162
17 p.
|
artikel
|
| 21 |
Ultimate tensile deformation and strength capacities of bolted-angle connections
|
Gong, Yanglin
|
|
2014
|
100 |
C |
p. 50-59
10 p.
|
artikel
|
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